The invention relates to the technical field of roadway
engineering, in particular to an underground roadway construction method suitable for double-shield tbm tunneling, which comprises the following steps of: firstly, circularly starting a
hydraulic pump station, immediately rotating a cutter head after the stability is determined, adjusting the posture of a tunneling
machine, slowly increasing a pressure knob of a thrust cylinder to a position suitable for normal
cutting of the
lithology, and starting tunneling; after the propelling displacement reaches the rated displacement, the propelling pressure is zeroed, then rotation of the cutterhead is stopped, step changing is prepared after the rotating speed of the cutterhead is zero, during step changing, the front shield stabilizer is stretched out, the supporting shoe is withdrawn, then the propelling oil cylinder retracts to pull the tight supporting shield to move forwards, and when the propelling displacement becomes the initial value, step changing is finished, and the next tunneling cycle is prepared to be started. By means of the structure, under the condition that the
lithology of the TBM is soft and the shield supporting device cannot provide strong jacking force, additional jacking force is still provided for the whole equipment, it is ensured that the equipment can continue to advance under the condition that the
lithology is slightly soft, and the working efficiency of the device is effectively improved.